FLD2003-04020 (2)
FLD2003-04020
19246 US HIGHWAY 19 N
AUTO BUY
PLANNER OF RECORD: MHR
ATLAS # 309B
ZONING: C
LAND USE: CG
RECEIVED: 04/16/2003
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CITY OF CLEARWATER
loNG RANGE PlANNING
DEVELOPMENT REVIEW
PlANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (J27) 562-4567 FAX (727) 562-4576
June 20,2003
Ms. Sally Lochmondy
First Florida Business
12360 66th Street North
Largo, Florida 33773
ElLE
RE: Development Order - Case FLD2003-04020-19246 US Highway 19 N
Dear Ms. Lochmondy:
This letter constitutes a Development Order pursuant to Section 4-206D.6 of the Community
Development Code. On June 17, 2003, the Community Development Board reviewed your
Flexible Development application to reduce the lot width from 200 feet to 70 feet, reduce the
front (west) setback from 25 feet to 15 feet, reduce the side (south) setback from 10 feet to 0.44
feet, reduce the side (north) setback from 10 feet to four feet, and reduce the lot size from 40,000
square feet to 19,250 square feet, as part of a Comprehensive Infill Redevelopment Project, under
the provisions of Sections 2-704., with a Comprehensive Landscape Program under the
provisions of Section 3-1202. Based on the application and the staff recommendation, the
Community Development Board (CDB) APPROVED the application with the following bases
and conditions:
Bases for Approval:
1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill
Redevelopment Project per Section 2-704.
2. The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913.
3. The development is compatible with the surrounding area and will enhance other
redevelopment efforts.
4. The proposal complies with the Flexible Development criteria as a Comprehensive
Landscape Program under the provisions of Section 3-1202.
Conditions of Approval:
1. The outdoor vehicle display will not encroach into any customer or employee parking
spaces, drive aIsles or landscaped areas;
2. The asphalt removal will require removing base and to backfill with proper soil;
3. That the solid waste dumpster (shared) on Ham Boulevard comply with City codes;
BRIAN J. AUNGST, MAYOR-COMMISSIONER
HoYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER
FRANK HIBBARD, COMMISSIONER * Bill JONSON, COMMISSIONER
"EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER"
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June 20, 2003
Lochmondy, Page 2
4. That the on-loading or off-loading of vehicles from any transport vehicle occur on-site
and not within any abutting right-of-way; and
5. That all signage meet Code and be architecturally integrated into the design of the site
and/or buildings. All signage needs to be brought into compliance and inspected by the
Sign Inspector prior to the issuance of an Occupational License.
Pursuant to Section 4-407, an application for a building permit shall be made within one year of
Flexible Development approval (June 17,2003). All required certificates of occupancy shall be
obtained within one year of the date of issuance of the building permit. Time frames do not
change with successive owners. The Community Development Board may grant an extension of
time for a period not to exceed one year and only within the original period of validity.
The issuance of this Development Order does not relieve you of the necessity to obtain any
building permits or pay any impact fees that may be required. In order to facilitate the issuance
of any permit or license affected by this approval, please bring a copy of this letter with you when
applying for any permits or licenses that require this prior development approval.
Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated
pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days
of the date of this Development Order. The filing of an application/notice of appeal shall stay the
effect of the decision pending the final determination of the case. The appeal period for your
case expires on July 7, 2003 (14 days from the date of this Development Order, plus three
additional days due to July 4 and the weekend).
If you have any questions, please do not hesitate to call Michael H. Reynolds, Senior Planner, at
727-562-4836. You can access zoning information for parcels within the City through our
website: www.clearwater-fl.com.
Sincerely,
~-~
Cynthia H. Tarapani, AICP
Planning Director
5 \Planning Departmen^C D BlFLEXVnactive or FinIShed AppllcatlOns\US Highway /9 /9246\U5 /9 /9246 Development Order June
2003 doc
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Project
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HARN BOUlEV RO
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LEGEND
= Found Iron Rod ac Cop
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= Landscope Area
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= Point of Beginning
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This survey is mode for the benefit of NATION LAND TRUST, ANNE JERSEY
TRUSTEE, ATTORNEYS TITLE INS. FUND, INC., MACFARLAND, GOULD, LYONS,
SULLIVAN. PERENICH, & HOGAN, P.A.
THIS LOT LIES ENTIRELY WITHIN
FLOOD ZONE X ACCORDING TO
flOOD INSURANCE RATE MAP NO.
125096 00170: DATED: 8/19/1991
CITY OF CLEARWATER, Fl.
CERTIFICA TION
NOTE: THIS SURVEY IS CERTIFIED TO THE PARTIES AS LISTED AND
IS NOT TRANSFERABLE. SHOULD CHANGES TO OR ON THE PROPERTY
OCCUR, EITHER PHYSICAL OR AS RECORDED. THIS SURVEY IS INVALID.
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A SURVEY OF THE NORTH 70.00 FEET OF THE FOLLOWING:
FROM THE EAST 1/4 OF SECTION 19, TOWNSHIP 29 SOUTH, RANGE 16 EAST. RUN NORTH 89"29'13" WEST,
ALONG THE EAST-WEST CENTERLINE OF SAID SECTION 19, 100.00 FEET; THENCE RUN NORTH 0'52'25" EAST
ALONG THE WESTERLY RIGHT OF WAY LINE OF U.S. HIGHWAY 19 ( SAID LINE BEING PARALLEL TO AND 100 FEET
WESTERLY OF THE EAST LINE OF SAID SECTION 19), 340.00 FEET FOR A POINT OF BEGINNING; THENCE NORTH
89.29'13" WEST ALONG THE NORTHERLY RIGHT OF WAY LINE OF HARN BOULEVARD, (SEE O.R. BOOK 2582,
PAGE 417, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA), 275.00 FEET; THENCE RUN NORTH 0'52'25" EAST,
270.00 FEET; THENCE RUN SOUTH 89'29'13" EAST, 275.00 FEET; THENCE RUN SOUTH 0'52'25" WEST, ALONG
THE WESTERLY RIGHT OF WAY LINE OF U.S. HIGHWAY 19, 270.00 FEET TO THE POINT OF BEGINNING.
CONTAINING 0.442 ACRES M.O.L.
SUBJECT TO EASEMENTS PER O.R. BOOK 2857 PAGE 427, AND O.R. BOOK 1675 PAGE 292.
19246 US 19 NORTH
CLEARWATER, F=LORIDA
RECORD SURVEY
BASIS OF BEARINGS
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Note: Copies of this Survey not
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signing Surveyor.s seol.
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I do further certify that the survey represented hereon meets th
472.027 Chapter 61G17-6, Florida Administrative Code.
EAST 1/4 CORNER OF SECTION 19,
TOWNSHIP 29 SOUTH, RANGE 16 EAST
FND PINELLAS COUNTY DISK
Owner/Developer
NATION LAND TRUST,
ANNE JERSY, TRUSTEE
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= Fire Hydrant Assembly
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= Elevation
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This survey is mode for the benefit of NATION LAND TRUST, ANNE JERSEY
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SULLIVAN, PERENICH, & HOGAN, P.A.
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LEGAL DESCRIPTION:
A SURVEY OF THE NORTH 70.00 FEET OF THE FOLLOWING:
FROM THE EAST 1/4 OF SECTION 19, TOWNSHIP 29 SOUTH, RANGE 16 EAST, RUN NORTH 89'29'13" WEST,
ALONG THf EAST-WEST CENTERLINE OF SAID SECTION 19, 100.00 FEET; THENCE RUN NORTH 0'52'25" EAST
ALONG THE WES TERL Y RIGHT OF WAY LINE OF U.S. HIGHWAY 19 ( SAID LINE BEING PARALLEL TO AND 100 FEET
WESTERLY OF THE EAST LINE OF SAID SECTION 19), 340.00 FEET FOR A POINT OF BEGINNING; THENCE NORTH
89'29'13" ';VEST ALONG THE NORTHERLY RIGHT OF WAY LINE OF HARN BOULEVARD, (SEE O.R, BOOK 2582,
PAGE 417, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA), 275.00 FEET; THENCE RUN NORTH 0.52'25" EAST,
270.00 FEET: THENCE RUN SOUTH 89.29'13" EAST, 275.00 FEET: THENCE RUN SOUTH 0.52'25" WEST, ALONG
THE WESTERLY RIGHT OF WAY LINE OF U.S. HIGHWAY 19, 270.00 FEET TO THE POINT OF BEGINNING.
CONTAINING 0.442 ACRES M.O.L.
100' R/W
SUBJECT TO EASEMENTS PER O.R. BOOK 2857 PAGE 427, AND O.R. BOOK 1675 PAG[ 292.
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N89'29'13"W
N89"29 13 W
175.01'M
175.00 R
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BASIS OF BEARINGS
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EAST 375' OF N/E 1/ 4!EC. 19-2;S~!~~u-;;J:
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PER O.R. 2581 pc. 417
Tl-lI'; LOT LIES ENTIRELY WITHIN
FlCOO lONE x ACCORDING TO
FLCOD INSURANCE RATE MAP NO.
125096 00170; DATED: 8/19/1991
elTl' Of CLEARWATER. FL.
NOTE: THIS SURVEy IS ctRTFEO TO THE PARTIES AS US TED AND
IS NOT TRAHSfE:RABLE. SHOULD CHANCES TO OR CN THE PROPEiil"f
OCCUR. EITHER PHYSICAl OR AS RECOAOCD, THIS SURVEY IS INVAliD.
Note: Copies of this Survey not
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signing Surveyor's seol.
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4 n.027 Chapter 61 G17-5, Florida Administrative Code.
Statutes
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EAST - WEST CENTERLINE
EAST 1/4 CORNER OF SECTION 19,
1 0' A TOWNSHIP 29 SOUTH, RANGE 16 EAST
OF SEC. 19-29S-16~ FND PINELLAS COUNTY DISK
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19246 US 19 NORl"
CLEARWATER, FLORIDA
NA nON LAND TRUST,
ANNE JERSY, TRUSTEE
inc.
CLEARWA'T'ffi. R..OADA
1822 DREW STR
Sheet Title
8Slgned by
Drown by
Checked by
Dote
Field Book
Project No.
RECORD SURVEY
RLH
RLH
8/28/2002
02-03
02-47
No. Dote
8y
MAY 2 () 2003
PLANNING DEPARTMENT
crTY OF CLEARWATER
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6" WIDE TRAFFIC BLUE
STRIPE (TYPICAL)
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r
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NOTE:
All pavement markings to be thermoplastic.
HANDICAPPED
STALL DETAIL
SITE PLAN APPROVED t.o
CASe #: .ftIJ ~D' -DLf- 0
CASETYp'E r- I r - 0 3
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LEGAL DESCRIPTION:
A SURVEY OF THE NORTH 70.00 FEET OF THE FOLLOWING:
FROM THE EAST 1/4 OF SECTION 19, TOWNSHIP 29 SOUTH, RANGE 16 EAST, RUN
NORTH 89" 29' 13" WEST, ALONG THE EAST-WEST CENTERLINE OF SAID
SECTION 19, 100.00 FEET; THENCE RUN NORTH 0" 52' 25" EAST ALONG THE
WESTERLY RIGHT OF WAY LINE OF U.S. HIGHWAY 19 (SAID LINE BEING
PARALLEL TO AND 100 FEET WESTERLY OF THE EAST LINE OF SAID SECTION 19),
340.00 FOR A POINT OF BEGINNING; THENCE NORTH 89" 29' 13" WEST ALONG
THE NORTHERLY RIGHT OF WAY LINE OF HARN BOULEVARD, (SEE O.R. BOOK
2582, PAGE 417, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA), 275.00 FEET;
THENCE RUN NORTH 0" 52' 25" EAST, 270.00 THENCE RUN SOUTH 89. 29'
13" EAST, 275.00 FEET; THENCE RUN SOUTH O. 52' 25" WEST, ALONG THE
WESTERLY RIGHT OF WAY LINE OF U.S. HIGHWAY 19, 270.00 FEET TOT HE POINT
OF BEGINNING.
~
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SUBJECT TO EASEMENTS PER O.R. BOOK 2857 PAGE 427, AND O.R. BOOK PAGE ~2.
~
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ALL LETTERS
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DISPLAY AREA
SP/~CES REQUIRED
== '10.3 SPACES
SITE AREA
AUTO SALES AREA
TOTAL PAVED AREA
LANDSCAPE AREA
% OF VEHICULAR AREA
BlJILDING HEIGHT
I. S. R.
F. A. R.
I~XISTING EASEMENT INFORMATION ABOVE
L/~NDSCAPING MATERIALS ON SHEET ST-3
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EXISTING
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NO OF PARKING
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NOTE: Concrete to be 3,000 psi, with fiber mesh reinforcing.
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j /1\ ~ ('"
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5' SANITARY SEWER EASEMENT O.R. BOOK 2857, PAGE 427 -<t 0::: I"'r(' n. 3:. <( DRe P INLET
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I, ~ - .1 LEVEL OF TURF/SOD.
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--1
114" SABLE PALM
5' CLF EXISTING
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EXIST SITE &'
DIMENSIONS
2
19,300 S.F.
600 S.F.
19,250 S.F.
o
1 4'
0.77
0.10
INDEX
OF SHEETS
DESCRIPTION
EXIST. SITE & DIMENSIONS
PROPOSED CHANGES
LANDSCAPING
LANDSCAPING DETAILS
~re.'1 9 le.'
U ~
"--=,.."...,,,,~",,,,,,,,-,~~
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30'
40'
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D
DROP INLET
PROPOSED
4,122 SF
1 1
19,250 S.F.
600 S.F.
12,891 S.~-.
4,387 S.F.
147
14'
0.77
0.10
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REV. BY
5-15
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CHECKED
DATE
04-15-03
SCALE
1" = 10'
JOB NO,
02-010.05
SHEET
ST-l
1 OF 4 SHEETS
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DATE REV, BY
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LEGEND
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MATCH EXISTING GRADE
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SECT/ON A-A
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CHECKED
DATE
05-15-03
SCALE
1" = 1 0 '
JOB NO,
02-010.05
SHEET
ST-2
2 OF 4 SHEETS
'-.. ~
10
PROPOSED
CHANGES
)
14" SABLE PALM
-
(J)
(J)
65'
I"-
(J) DISPLAY AREA
1 ,230 SF (J)
CLEA SITE TRIANGLE
m
~
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~
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- ~
N ~
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0
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0 r.n
DISPLAY AREA .
DISPLAY AREA
1,173 SF
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CLE R SIT TRIANGLE
DISPLAY AREA @
494 SF
ex)
N
1,314 SF
EXISTING BUILDING
70.12
I. . I
N 890 3 l' 1 6" W
274.97'
N
w
E
GENERAL LANDSCAPE NOTES
PLANT LIST
S
SCALE 1" =-10.0'
,.
All plant materials shall be Florida /1 or better and installed to highest nursery standards. Plants shall be
healthy, free of pest and disease.
All plants shall be container grown except as noted on plan.
All palms and trees shall have straight trunks with no twists, knotting or other defective characteristics.
Mulch shall be 100% Pine Bark, installed to a minimum thickness of 3".
Sod shall be 95% weed free Biha, installed with tight joints.
All dimensions shall be field checked by the Landscape Contractor prior to construction with any
discrepancies reported to the Contractor.
All materials shall be as specified on the plans. If materials, labor or installation techniques do not adhere
to the specifications, they will be rejected by the Contractor with specified materials and installation
carried out by the Landscape Contractor at no additional cost.
No substitutions of materials or changes to the drawings or specifications shall be made.
All required permits are to be provided by the installing contractor unless specifically stated otherwise In
the specifications.
Contractor identification signs shall not be allowed on the project.
Contractor shall be responsible for all items as shown or described on this plan and specifications.
Landscape Contractor shall provide all necessary site preparation required ta ready the site for planting as
specified.
The landscape Contractor shall warranty and guarantee all materials and labor for a period of 90 days for
shrubs and ground cover, palms and trees. Warranty and guarantee period shall begin upon date of completion.
All repairs and/or replacements shall be made by the Landscape Contractor within 10 working days upon
notification of any deficiencies by the owner or their representative.
ARGENTINE BAHIA GRASS TIGHT, WEED FREE PADS
OTY
CODE
BOTANICAL NAME
2.
3.
4.
5.
6.
COMMON NAME
SIZE & SPECIFICATION
0'
10'
20'
3D'
40'
TREES
~!!C____F._~"""'''-----_II\!I!Ii~_",___~~_........jf!l:_''''''''''''''''''''''''''__.~
8
7
5
SP
MG
OV
SABAL palmetto
MAGNOLIA grandiflora
~UERCUS virginiana
CABBAGE palm
MAGNOLIA, southern
OAI(, live
10' CLEAR STRAIGHT TRUNK HT
2 1/2" CALIPER, 10' HT,
2 1/2" CALIPER, 10' HT,
7.
SHRUBS
8.
9.
10.
ff.
- 12.
,
13.
14.
10
23
160
160
AZ
NO
VS
PA
HIBISCUS rosa-smens~ HIBISCUS 3 GAL., 36"HT, 36" O.C.
NERIUM oleander OLEANDER 3 GAL., 36" Hr., 36" D.C.
VIBURNUM, suspensum VIBURNUM, sandankwa 3 GAL., 24" Hr., 36" O.C.
PL UMBAGO auricula to PL UMBAGO 3 GAL., 24" Hr., 36" D.C.
GROUND COVERS
32
JCP
JUNIPERUS chinenis 'Pftiziana'
JUNIPER, Parson
1 GAL., 24" O. C.
TURF GRASS
SOD
PASPALUM NOTATUM
FERTlLlZA TlON
Shrubs and Trees
All trees and shrubs shall be fertilized with "Agriform" 20-15-5 planting tablets at time of planting and prior to
installation of plant pit back fill. Tablets shall be placed uniformly around the root ball at a depth that is between
the middle and bottom of the root ball.
Application Rate:
NO TE:
WHERE ASPHALT REMOVAL IS INDICATED REMOVE ALL MATERIAL TO NATURAL SOIL AND REPLACE WITH TOP SOIL.
1 Gallon Container:
3 Gallon Container:
5 Gallon Container:
1 - 21 gram tablet
2 - 21 gram tablets
3 - 21 gram tablets
7 Gallon Container: 4 - 21 gram tablets
Trees: 3 tablets per each 1/2" caliper of trunk
Palms: 7 tablets each.
Ground cover Areas
All ground cover areas shall receive fertilization with "Ozmocote" time release fertilizer per manufacturer's specifications.
LANDSCAPING J
r BY'
DATE REV.
5-15 #1 RH
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RMH
CHECKED
DATE
04-15-03
SCALE
1" = 10'
JOB NO,
02-010.05
SHEET
ST=3
3 OF 4 SHEETS
\... ~
R
Cj
~~
t;j
c./
O.
ALL SHRUBS/GROUNDCOVER
TO BE TRIANGULAR SPACING.
SEE PLANT LIST FOR (O.C.) SPACING.
18" MIN. SETBACK FOR SHRUBS
& GROUNDCOVERS
BACK OF CURB/
BED LINE
PLANT
DETAIL (SECTION)
SP ACING
N.T.S.
PRUNE AND TIE FRONDS
-
,
- TRUNK SHALL BE STRAIGHT AND
WITHOUT CURVES, FREE OF SCARS,
BURNMARKS AND BOOTS
~
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p::;
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5 LAYERS OF BURLAP,
5 - 2"x4"xI6" WOODEN BATTENS,
CONNECTED WITH 2-3/4" STEEL BANDS.
TILLED AND LOOSENED
NATIVE SOIL BACKFILL
ROOTBALb
FERTILIZER TABLETS
AS SPECIFIED. PLACE
MIN. 3 TIMES THE WIDTH
OF THE ROOTBALL
PALM PLANTING DETAIL
N.T.5.
3" MULCH LAYER
EXISTING UNDISTURBED SOIL
BASE OF LEAF BUD
E-o
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BASE OF HEART/NUT OF PALM
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FINISH GRADE
ROOT BALL
RECEIVING HOLE SHALL BE
APPROXIMATELY 2' LARGER THAN
ROOT BALL DIAMETER
HURRICANE CUT OR FULL HEAD
SEE SPECIFICATIONS
NOTE: BUD SHALL BE PERPENDICULAR
TO GROUND PLANE. TRUNK SHALL BE
STRAIGHT AND WITHOUT CURVES.
NO SCARRED OR BLACKENED TRUNKS.
BURLAP TO PROTECT TREE--
MINIMUM 5 LAYERS
2 NON-SLIP METAL COLLARS
(6) 2 X 4 WOODEN STRIPS OVER BURLAP
6" SOIL SAUCER TO HOLD WATER
PLANT PALM 0" TO 2" ABOVE GRADE
3" MULCH, REFER TO SPECIFICATIONS
(3) 2 X 4 BRACES NAILED TO 2 X 4
WOODEN STRIPS
2" X 4" X 3' STAKE
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SPREAD
HEIGHT
FERTILIZER TABLETS AS
SPECIFIED. PLACE UNIFORMLY
AROUND ROOT MASS
BETWEEN MIDDLE AND
BOTTOM OF ROOT MASS
NATIVE SOIL BACKFILL OR AMENDED SOIL
AS REQUIRED BY SOIL ANALYSIS
3 TO 5 TIMES WIDTH
OF ROO BA
COMPACTED SOIL TO PREVENT SETTLING
EXISTING SUBGRADE
SHRUB & GROUNDCOVER
PLANTING DETAIL
3" FROM STEMS
, BY'
DATE REV,
5-15 #1 RH
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PLANTING SOIL
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N.T.S.
NOTE: STAKING & GUYING REQUIRED FOR PALMS, IF NECESSARY, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT.
PALM TREE PLANTING AND STAKING DETAIL
N.T.S.
SPREAD
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NOTES:
1. ALL WOOD SHALL BE SPRUCE OR PINE-NOT PRESSURE TREATED.
2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS.
3. REMOVE ALL STRING &/OR WIRE WRAPPED AROUND TRUNK.
4. REMOVE ALL STRAPS, ROPES, WIRE, &/OR STRINGS USED TO LIFT THE ROOTBALL.
5. REMOVE ALL BURLAP &/OR WIRE FROM THE TOP OF THE ROOT BALL.
6. TOP OF ROOTBALL TO BE SET 2" BELOW FINISH SURROUNDING FINISH GRADE.
2"X2"X4' STAKE
2"X2"X4' CROSS MEMBE
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2"X2"X4' CROSS MEMBER
2-2.5"DRYWALL SCREWS
IRRIGATION NOTES
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2"X2"X4' STAKE TO 5 TIMES THE WIDTH
OF THE ROOTBALL
2"X4" WOOD BRACE (3 EA, MIN.)
NAIL TO BATTENS & STAKES
(3) 2"x4"x36" WOODEN STAKES
6" SOIL SAUCER AROUND
PLANTING HOLE.
TREE PLANTING DETAIL
N.T.5.
1. A low volume irrigation system, that provides 100% coverage to all proposed
plantings, will be designed and installed by the Contractor.
2. The proposed Irrigation System must meet or exceed all applicable City code
requirements. (i.e., Back Flow Prevention, Automatic Rain Shutoff Device, etc...)
3. Irrigation shop drawings must be submitted and approved by the City prior to the
Commencement of work.
4. Irrigation system must be inspected and accepted by City Project Manager
prior to installation of mulch.
5. Irrigation as-built drawings, which accurately and clearly identify all modifications
&/or substitutions, must be submitted prior to final inspection and acceptance.
6. The existing 5/8" water meter will be utilized for this Irrigation System.
7. The Landscape Contractor must coordinate the placement and power supply for the
irrigation control timer with the City and the General Contractor.
8. The following irrigation system components will be utilized, per each manufacturers'
specifications.
Toro-Netafim TechLine Self Cleaning, Pressure-Compensating Emitter Line
HARDIE - Raindial 6 Station Outdoor Control Timer
Richdale - 214APR 1" Electric Valve
Amtec - 10" Round Valve Box.
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LONG TAPER MIN. 18"
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LANDSCAPING J
DETAILS
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RMH
CHECKED
DATE
04-15-03
SCALE
1" = 1 0 '
JOB NO,
02-010.05
SHEET
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4 OF 4 SHEETS
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